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Tender Value
₹12.6 L
EMD Value
₹25,128
Closing Date
10 Jun 2026, 1:00 pm5d left
EE KWD PWD
N S Bldg
Repair all slab of water storage tank at the roof of Block A, New Secretariat Building during the year 2026-27
2026_WBPWD_5014315_5
WBPWD/KWD/EE-I/NIT-06/26-27
Open Tender
CIVIL WORKS
60 days
New Secretariat Building
Please refer Tender documents.
4 documents required · 4 mandatory
₹25,128
Yes
21 May 2026
21 May 2026
12 Jun 2026
26 May 2026
10 Jun 2026
26 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m.
In ground floor including roof.
(a) upto 150 mm. thick | - | Cu.M. | 1,589 | - | - |
| 2 | Cleaning the concrete surface by removing dirt and debris, marking defective locations and removing loose concrete by careful stripping untill hard surface is exposed, cutting the concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of the Engineer - in - Charge. | 1 | Sq.M. | 90 | ₹89.91 | - |
| 3 | Applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacturer's specified time as per manufacturers specification. (0.4 Kg / m² of concrete surface). | 1 | Sq.M. | 309 | ₹308.69 | - |
| 4 | Drilling holes of requisite diameter in R.S. joists channels, tees. Plates etc.
(a) (I) Dia. Upto 12mm and depth upto 10 mm. | - | Each. | 10 | - | - |
| 5 | Supplying, fitting, fixing bolts with nuts, washer:
(i) 10 to 16 mm dia:
(c) Length above 150mm. | - | Kg. | 98 | - | - |
| 6 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.
I) For structural members of specified sections weighing less than 22.5 Kg./m | - | MT. | 85,671.6 | - | - |
| 7 | Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed. | 1 | Sq.M. | 19 | ₹19 | - |
| 8 | Cement concrete (1:1.5:3) with graded stone chips 5.6 mm size with hexagonal square mesh wire netting, I.R.C. fabric mesh or X.P. M. fitted and fixed after tying the existing reinforcement on concrete without distributing the same and with proper scarping and cleaning the inforcement and disturbed concrete with wire brush etc. after applying a coat of cement including the cost of wire netting I.R.C or X. P. M. & cost of all handling and scaffolding complete as per direction of Engineer-in -charge.
b) 25 mm thick | - | Sq.M. | 516.01 | - | - |
| 9 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)
(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work. | - | Sq.M. | 507 | - | - |
| 10 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.
(a) For works in foundation and upto roof of ground floor/upto 4 m
(i) Tor steel/Mild Steel
I. SAIL/ TATA/RINL | - | MT. | 61,875.1 | - | - |
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